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Joko Triyono
UNTAG Samarinda
Agriculture, Biological Sciences & Forestry Arts Chemical Engineering, Chemistry & Bioengineering Civil Engineering, Building, Construction & Architecture Computer Science & IT Decision Sciences, Operations Research & Management Earth & Planetary Sciences Economics, Econometrics & Finance Education Electrical & Electronics Engineering Engineering Industrial & Manufacturing Engineering Languange, Linguistic, Communication & Media Library & Information Science Materials Science & Nanotechnology Mechanical Engineering Social Sciences Other

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Journal : Jurnal Irigasi

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Simulasi Operasi Waduk Lamong untuk Kepentingan Air Baku dan Irigasi Sulistiono, Andi; Rahmandani, Dadan; Triyono, Joko
Jurnal Irigasi Vol 9, No 1 (2014): Jurnal Irigasi
Publisher : Balai Teknik Irigasi

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (596.041 KB) | DOI: 10.31028/ji.v9.i1.16-28

Abstract

Lamong River Basin is located in the Lamongan and Mojokerto Regency for the upstream part, Gresik Regency and Surabaya City for the downstream part. Lamong River Basin has area about ± 720 km2 with the main river channel has length about ± 103 km. Hydrological condition of Lamong River Basin is critical, as a result, most part of the Lamong River Basin that located in the region of Gresik and Surabaya Regency, every year is suffering from flooding due to overflowing. By contrast, in the upstream of Lamong River Basin is always shortage of water in the dry season. In the study, inflow discharge of Lamong Reservoir are obtained by synthetic streamflow data generation using Thomas Fiering method. Historical flow data are obtained by transforming rain data into discharge data using Mock model and using rainfall data of Ngimbang Station, Bluluk Station and Mantup Station and also discharge measurement data of Boboh Station in 1995-1997. The calculation of raw water demand is based on a standard requirement of raw water from Directorate General Human Settlements, Ministry of Public Works in 2003, while the irrigation water requirement is calculated by Standard Irrigation Planning (KP-01) in 1986. Simulations are conducted from the year of 2016 to 2025 with the use of Standard Operating Rule (SOR).The results show that the needs of raw water by people served by the Lamong Reservoir is equal to 5,70 million m3 in 2015 and 5,74 million m3 in 2025. Reliability of Lamong Reservoir in serving the needs of raw water will be achieved 99,17 % by the planting area covering 2.117 Ha with irrigation water reliability in serving 96,25 %.
Co-Authors -, Cahyana -, Nurhatin Abdulloh, Yusuf Abreu Andre Boavida Agnesie Pratiwi Masero Aji, Arjuna Amir Hamzah Arifat, Jefri Nur Bambang Wahyu Santoso, Bambang Wahyu Basuki, Untung Joko Cahyono, Nova Tri Cahyono, Nova Tri Catur Iswahyudi Damiasih Dina Andayati Dwi Agus Kristianto Edhy Sutanta (Jurusan Teknik Informatika IST AKPRIND Yogyakarta) Erfanti Fatkhiyah Erna Kumalasari Erna Kumalasari Nurnawati Ernanda, Ervan Ernani Hadiyati Faesol Puspito Fahmi Dhimas Irnawan Guridno Adi Saputro Hardianto Nugroho Hari Wibowo Haryan, Prita Iswayudi, Catur ivan Joi Pramana Jamhari Jamhari Kristiawan, Yulius Orland Laksono Trisnantoro Lilia Ervina Jeronimo Guterres Lilia Ervina Jeronimo Guterres, Lilia Ervina Jeronimo Luthfia Wilaksono, Nurina Ivana MUHAMMAD SHOLEH Naniek Widyastuti Naniek Widyastutui P.Aji, Galih Tegar Padmanaba, Aditya Prasetiya, Hoga Prastika, Dika Priska Pratama, Nanda Adi Prita Haryani Pujiyanto, Eko Putri, Sela Angela Rachmawati K, Rr. Yuliana Rahmandani, Dadan Rasid, Junaidi Rr. Yuliana Rachmawati k, Rr. Yuliana Rachmawati Rr. Yuliana Rachmawati, Rr. Yuliana Rr.Yuliana Rachmawati, Rr.Yuliana Sari, Indah Permata Sari1 Sri Hadiati Sudiro, Syawal Sulistiono, Andi Suwanto Raharjo Teurupun1, Rizal Uning Lestari Untoro Hadi Suharto Wibowo, Mochamad Gilang Hari Yuki Syambudi Setiadi Yuliana Rachmawati K Yustita, Wahyu